JPH0649748Y2 - Scaffolding for rebar assembly - Google Patents

Scaffolding for rebar assembly

Info

Publication number
JPH0649748Y2
JPH0649748Y2 JP10833489U JP10833489U JPH0649748Y2 JP H0649748 Y2 JPH0649748 Y2 JP H0649748Y2 JP 10833489 U JP10833489 U JP 10833489U JP 10833489 U JP10833489 U JP 10833489U JP H0649748 Y2 JPH0649748 Y2 JP H0649748Y2
Authority
JP
Japan
Prior art keywords
base
scaffold
assembly
assembling
reinforcing bar
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP10833489U
Other languages
Japanese (ja)
Other versions
JPH0348051U (en
Inventor
新平 四分一
Original Assignee
東京ガス圧接株式会社
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 東京ガス圧接株式会社 filed Critical 東京ガス圧接株式会社
Priority to JP10833489U priority Critical patent/JPH0649748Y2/en
Publication of JPH0348051U publication Critical patent/JPH0348051U/ja
Application granted granted Critical
Publication of JPH0649748Y2 publication Critical patent/JPH0649748Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、鉄筋コンクリートまたは鉄骨鉄筋コンクリー
ト造りの建築物の比較的大きい基礎梁鉄筋を組み立てる
際に使用される鉄筋組立用足場に関する。
[Detailed Description of the Invention] [Industrial field of application] The present invention relates to a scaffold for assembling reinforcing bars used when assembling relatively large foundation beam reinforcing bars of a building made of reinforced concrete or steel reinforced concrete.

〔従来の技術および解決しようとする課題〕[Conventional technology and problems to be solved]

一般に、鉄筋コンクリートまたは鉄骨鉄筋コンクリート
造りの建築物基礎梁鉄筋を組み立てる際に、第7図に示
すように、まず梁が配置される捨てコンの上に梁の長さ
に沿って適当な間隔でかつ梁心に合わせてスタンド1を
配置する。このスタンド1は、ベース2と、このベース
から直立する支柱3と、この支柱の上端に固着された案
内部4と、この案内部4の孔内を上下に摺動可能な棒5
およびこの棒と直交する横材6からなる主筋支持部材と
からなる。通例のように、これらのスタンド1の横材6
の上に、梁柱筋7を所定の位置に配置してワイヤで固定
し、これらの梁柱筋7の上にスターラップ8を取りつけ
る。しかしながら、梁の高さが2m以上になると、梁柱筋
やスターラップの組立のために足場がいるので、別に脚
立を運んできて梁を組み立てるべき位置の両側に配置し
てから梁筋の組立作業を行うのが常であり、梁の高さに
よっては脚立のステップに足をかけた不安定な状態で作
業をしなければならず、作業性が悪かった。
Generally, when assembling reinforced concrete or steel reinforced concrete building foundation beams, as shown in Fig. 7, first of all, at appropriate intervals along the length of the beam and on the throw-away concrete where the beam is placed, Arrange the stand 1 according to your heart. The stand 1 includes a base 2, a pillar 3 standing upright from the base 2, a guide portion 4 fixed to an upper end of the pillar, and a rod 5 vertically slidable in a hole of the guide portion 4.
And a main bar supporting member made of a cross member 6 orthogonal to the rod. As usual, the crosspieces 6 of these stands 1
The beam post 7 is arranged at a predetermined position and fixed with a wire, and the stirrup 8 is mounted on the beam post 7. However, if the height of the beam is more than 2 m, there is a scaffold for assembling the beam columns and stirrup, so carry a separate stepladder and place it on both sides of the position where the beam should be assembled before assembling the beam. It was usual to work, and depending on the height of the beam, the work had to be carried out in an unstable state where the step of the stepladder was stepped on, resulting in poor workability.

本考案の目的は、組み立てるべき梁筋の高さに応じて高
さの調整可能な鉄筋組立用足場を提供することである。
An object of the present invention is to provide a reinforcing bar assembly scaffold whose height can be adjusted according to the height of the beam reinforcement to be assembled.

〔課題を解決するための手段〕[Means for Solving the Problems]

上記の目的を解決するために、本考案による鉄筋組立用
足場は、、ベースおよびこのベースから直立する支柱か
らなるベース部材と、このベース部材の支柱に入れ子式
に嵌合しかつこれに固定可能であり、かつ作業員が載る
板材を支持するための横方向突出部を有する上部部材と
からなる各足場組立体を、基礎梁鉄筋の組立位置の両側
に、突出部が対向するように配置し、前記の対向する突
出部を橋渡し部材により互いに連結することにより構成
される。
In order to solve the above-mentioned object, the scaffold for assembling a reinforcing bar according to the present invention is capable of being telescopically fitted to and fixed to a base member including a base and a pillar upright from the base, and a pillar of the base member. And each scaffolding assembly consisting of an upper member having lateral protrusions for supporting the plate on which the worker rests, is arranged on both sides of the assembly position of the foundation beam rebar so that the protrusions face each other. , The opposing protrusions are connected to each other by a bridging member.

前記ベース部材と上部部材の間にさらにこれらを連結す
る中間部材を設けることができる。
An intermediate member may be further provided between the base member and the upper member to connect them.

また、前記各部材を、ベースを除いて全て互いに入れ子
式に嵌合する形材で作ると、後述する理由から有利であ
る。
Further, it is advantageous for each of the above members to be formed of a shape member which is telescopically fitted to each other except for the base, for the reason described later.

〔実施例〕〔Example〕

以下、本考案を図面に示す実施例により詳細に説明す
る。
Hereinafter, the present invention will be described in detail with reference to the embodiments shown in the drawings.

第1図に、梁高さが2メートル以上もある場合に、基礎
梁鉄筋組立のために用いる本考案による各鉄筋組立用足
場組立体が梁鉄筋の両側に配置された状態を示す。1
は、従来技術で説明した高さが調整できる周知のスタン
ドである。
FIG. 1 shows a scaffolding assembly for rebar assembly according to the present invention, which is used for assembling a base beam rebar when the beam height is more than 2 meters, arranged on both sides of the beam rebar. 1
Is a well-known height adjustable stand as described in the prior art.

各鉄筋組立用足場組立体の部品を第2図〜第5図により
説明する。第2図は、ベース10と、このベースから直立
する支柱11からなるベース部材12を示す。第3図は、こ
のベース部材12と連結される中間部材14を示す。ベース
部材12の支柱11と中間部材13は、両者が入れ子式に嵌ま
り合うような角パイプの形材で作ることができる(第1
図参照)。その際、両者に角パイプを横に貫通する長方
形の孔11a、13aを同じ間隔で複数個あけ、ベース部材12
に入れ子式に嵌まっている中間部材13を上下に移動させ
て相互の孔11aと13aが一致する位置で止め具14を挿入す
れば、その調整された高さに固定できる。なお、15は後
述する上部部材の角パイプまたは丸パイプのためのスト
ッパーである。
The parts of the scaffolding assembly for assembling each rebar will be described with reference to FIGS. 2 to 5. FIG. 2 shows a base member 12 including a base 10 and a column 11 standing upright from the base 10. FIG. 3 shows an intermediate member 14 connected to the base member 12. The stanchion 11 and the intermediate member 13 of the base member 12 can be made of a square pipe shape in which both are telescopically fitted (first
See figure). At that time, a plurality of rectangular holes 11a and 13a penetrating the square pipe laterally are formed in both of them at the same interval, and the base member 12
By moving the intermediate member 13 that is telescopically fitted in and up and down and inserting the stopper 14 at a position where the holes 11a and 13a are aligned with each other, the intermediate member 13 can be fixed at the adjusted height. Reference numeral 15 is a stopper for a square pipe or a round pipe of an upper member described later.

第4図は、上部部材16で、真っ直ぐな支柱17と、下部に
作業員が載る板材18(第1図)を支持するための横方向
突出部19とを有する。この上部部材16の支柱17も同様に
中間部材13と入れ子式に嵌まり合う角パイプの形材を用
いる。
FIG. 4 is an upper member 16 having a straight column 17 and a lateral projection 19 for supporting a plate member 18 (FIG. 1) on which an operator rests. Similarly, the pillar 17 of the upper member 16 also uses a rectangular pipe shape member that nestably fits with the intermediate member 13.

このように構成された三つの各部材12、13、16を用いて
第1図に示すような鉄筋組立用足場組立体を組み立てた
後、梁鉄筋を組み立てるべき位置の両側に、各鉄筋組立
用足場組立体をその横方向突出部19が対向するようにか
つ梁長手方向に沿って適当な間隔で配置する。次に、同
様に角パイプである橋渡し部材20の両端を梁両側の足場
組立体の横方向突出部19の角パイプ内にそれぞれ挿入す
る。なお、必要に応じて、第6図に示すように、スタン
ド1の支柱3に角パイプ21を横に溶接して、この角パイ
プ内を橋渡し部材20が通るようにするか、または一般に
使用されている足場締め付け用クランプを用いて角パイ
プを支柱3に締めつけるようにすれば、なおいっそう鉄
筋組立用足場が堅固になり、安定する。最後に、隣合う
各足場組立体の横方向突出部19の上に板材18を載せる
と、梁鉄筋組立用足場が完成する。
After assembling the scaffolding assembly for reinforcing bar as shown in FIG. 1 by using the three members 12, 13, 16 configured as described above, the reinforcing bars for assembling each reinforcing bar on both sides of the position where the beam reinforcing bar should be assembled. The scaffolding assembly is placed with its lateral protrusions 19 facing each other and at appropriate intervals along the length of the beam. Next, both ends of the bridging member 20, which is also a square pipe, are inserted into the square pipes of the lateral protrusions 19 of the scaffolding assembly on both sides of the beam. If necessary, as shown in FIG. 6, a square pipe 21 is laterally welded to the support column 3 of the stand 1 so that the bridging member 20 can pass through the square pipe, or is generally used. If the square pipes are clamped to the support columns 3 using the scaffolding clamps, the scaffold for assembling the reinforcing bars becomes even more solid and stable. Finally, the plate material 18 is placed on the lateral protrusions 19 of the adjacent scaffolding assemblies to complete the scaffolding for assembling the beam reinforcing bars.

〔考案の効果〕[Effect of device]

本考案では、ベースと支柱を有するベース部材と、ベー
ス部材の支柱に入れ子式に嵌合しかつこの支柱の所望の
位置に固定可能であり、かつ横方向突出部を有する上部
部材とからなる各足場組立体を、梁鉄筋の組立位置の両
側に、突出部が対向するように配置し、前記の対向する
突出部を橋渡し部材により互いに連結して鉄筋組立用足
場を構成したので、梁の高さが2メートル以上もある大
きい梁鉄筋の組立の際に、梁の高さに応じて上方部材を
ベース部材に対して上下させて所望の高さに固定するこ
とにより足場の高さが調整できると共に、さらに各足場
組立体を橋渡し部材が連結しているので、堅固な安定し
た足場が形成され、これにより作業性と安全性が高めら
れる。
According to the present invention, each of the base member has a base and a pillar, and an upper member that is telescopically fitted to the pillar of the base member and can be fixed at a desired position of the pillar and that has a lateral protrusion. Since the scaffolding assembly is arranged on both sides of the assembling position of the beam reinforcing bars so that the projecting portions face each other, and the projecting portions facing each other are connected to each other by a bridging member to form the scaffolding for reinforcing bar construction, When assembling a large beam rebar with a length of 2 meters or more, the height of the scaffold can be adjusted by moving the upper member up and down with respect to the base member and fixing it to the desired height according to the height of the beam. In addition, since the bridging members are connected to each scaffold assembly, a solid and stable scaffold is formed, which improves workability and safety.

また、本考案では、前記ベース部材と上部部材の間にさ
らにこれらを連結する中間部材を設けたので、さらに高
さの高い梁の組立も可能である。
Further, in the present invention, since the intermediate member for connecting the base member and the upper member is further provided between the base member and the upper member, it is possible to assemble a beam having a higher height.

さらに、本考案では、前記各部材を、ベースを除いて全
て互いに入れ子式に嵌合する形材で作ることにより、経
済的で軽量な鉄筋組立用足場ができる。
Further, according to the present invention, all the members except the base are made of shapes that can be fitted into each other in a telescopic manner to provide an economical and lightweight scaffold for rebar assembly.

また、基礎梁の鉄筋組立の終了後、この鉄筋組立用足場
を解体して、さらに別の工事現場で毎回使用することが
できる。なお、第1図に示したスタンド1は、基礎梁の
鉄筋組立後もそのままの状態でコンクリートの中に埋め
こまれる。
Further, after the rebar assembly of the foundation beam is completed, the scaffold for rebar assembly can be disassembled and used again at another construction site. The stand 1 shown in FIG. 1 is embedded in concrete as it is even after the reinforcement of the foundation beam is assembled.

【図面の簡単な説明】[Brief description of drawings]

第1図は本考案による鉄筋組立用足場組立体を現場に配
置して梁鉄筋を組み立てている状態を示す、梁鉄筋を横
断して見た図、第2図〜第5図は本考案による鉄筋組立
用足場組立体の各部品を示す図、第6図は主筋を載せる
ためのスタンドに、両側の各足場組立体を互いに連結す
るための形材が嵌合する形材を取りつけた状態を示す部
分拡大図、第7図は鉄筋コンクリートまたは鉄骨鉄筋コ
ンクリート造りの建築物基礎梁鉄筋の組立作業中の状態
を示す斜視図である。 10……ベース、11……支柱、12……ベース部材、13……
中間部材、16……上部部材、18……板材、19……横方向
突出部、20……橋渡し部材
FIG. 1 shows a state in which a scaffolding assembly for reinforcing bar assembly according to the present invention is placed on site to assemble a beam reinforcing bar, and is a view seen across the beam reinforcing bar. FIGS. 2 to 5 are according to the present invention. FIG. 6 is a diagram showing each part of the scaffolding assembly for reinforcing bar assembly, and FIG. 6 shows a state in which a stand for mounting the main bar is fitted with a profile to which the profiles for connecting the scaffolding assemblies on both sides are fitted. FIG. 7 is a partially enlarged view showing FIG. 7 is a perspective view showing a state during the assembly work of a building foundation beam rebar made of reinforced concrete or steel reinforced concrete. 10 …… Base, 11 …… Support, 12 …… Base member, 13 ……
Intermediate member, 16 ... Upper member, 18 ... Plate material, 19 ... Lateral protrusion, 20 ... Bridge member

Claims (3)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】鉄筋コンクリートまたは鉄骨鉄筋コンクリ
ート造りの建築物の比較的大きい基礎梁鉄筋を組み立て
る際に使用される鉄筋組立用足場において、ベースおよ
びこのベースから直立する支柱からなるベース部材と、
このベース部材の支柱に入れ子式に嵌合しかつこの支柱
に固定可能であり、かつ作業員が載る板材を支持するた
めの横方向突出部を有する上部部材とからなる各足場組
立体を、前記基礎梁鉄筋の組立位置の両側に、突出部が
対向するように配置し、前記の対向する突出部を橋渡し
部材により互いに連結してなる鉄筋組立用足場。
1. In a reinforcing bar assembly scaffold used for assembling a relatively large foundation beam reinforcing bar of a building made of reinforced concrete or steel frame reinforced concrete, a base member comprising a base and a column upright from the base,
Each scaffolding assembly comprising: a top member that telescopically fits into and can be secured to the stanchions of the base member and that has an upper member having lateral protrusions for supporting a plate on which an operator rests. A scaffold for assembling reinforcing bars, wherein projecting portions are arranged so as to face each other on both sides of an assembly position of a foundation beam reinforcing bar, and the projecting portions facing each other are connected to each other by a bridging member.
【請求項2】前記ベース部材と上部部材の間にさらにこ
れらを連結する中間部材を設けたことを特徴とする、請
求項1に記載の鉄筋組立用足場。
2. The scaffold for assembling reinforcing bars according to claim 1, further comprising an intermediate member provided between the base member and the upper member to connect them.
【請求項3】前記各部材が、ベースを除いて全て互いに
入れ子式に嵌合する形材で作られることを特徴とする、
請求項1に記載の鉄筋組立用足場。
3. Each of the members, except for the base, is made of a profile that nestably fits together.
The scaffold for rebar assembly according to claim 1.
JP10833489U 1989-09-18 1989-09-18 Scaffolding for rebar assembly Expired - Lifetime JPH0649748Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10833489U JPH0649748Y2 (en) 1989-09-18 1989-09-18 Scaffolding for rebar assembly

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10833489U JPH0649748Y2 (en) 1989-09-18 1989-09-18 Scaffolding for rebar assembly

Publications (2)

Publication Number Publication Date
JPH0348051U JPH0348051U (en) 1991-05-08
JPH0649748Y2 true JPH0649748Y2 (en) 1994-12-14

Family

ID=31656976

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10833489U Expired - Lifetime JPH0649748Y2 (en) 1989-09-18 1989-09-18 Scaffolding for rebar assembly

Country Status (1)

Country Link
JP (1) JPH0649748Y2 (en)

Also Published As

Publication number Publication date
JPH0348051U (en) 1991-05-08

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